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A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(0) tOd x 1 7J' NAILS TO TRUSS PLYWOOD SHEATHING, SEE <br /># 1100 UPLIFT SIMPSON <br />B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH 'ROOFANALUFLOOR <br />HTSM20 W/10 10d TO <br />(12) 18d x 1 � NAILS TO TRUSS SHEATHING <br />FASTENER SCHEDULE' <br />TRUSS AND (4) 1/4' x 2 1/4' <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />TITEN 2 ANCHORS TO <br />OVER TRUSS (NOT SHOWN) <br />CONT POURED LINTEL <br />C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />NOTE: APT SYP #2 2' x 4', <br />(16) 10d x 3 }' NAILS TO GIRDER AND 6', 8' x 4'-0' MAY BE ADDED <br /># 1300 UPLIFT (2) <br />(2) SIMPSON HETA16 TRUSS ANCHORS W/ tTd NAILS, 2 ROWS, 3' <br />EDONSIMPSON <br />HPPOSI INSTALLED ON <br />PRE-ENG TRUSS <br />WITH (12) 16d x 3+�' NAILS TO GIRDER O/C TO FACILITATE ONE <br />FACES OF <br />ADDITIONAL PLY MAX. TO <br />BLOCK <br />BLOCK WALL W/10 10d TO <br />W. 2x WOOD FASCIA ACCOMMODATE TRUSS <br />TITEN2ANCTRUSS AND H 1/4' x 2 1/4' <br />CONTINUOUS BOND BEAM <br />SEE ARCHITECTURAL ANCHOR REQUIREMENTS. <br />CONT POURED LINTEL <br />N EL <br />2x SECURED W/ (3) 16d <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />ix2 SECURED W/ 10d TRUSSES 41 21 O/C, <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />12. 0/C FOR REVIEW <br />AND APPROVAL <br />MASONRYBONDBEAM <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) <br />B ALLOWABLE UPLIFT : U:2366 LBS, L:1430 LBS (2 OR 3 PLY) <br />TREN 2 ANCHORS MIN. <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />2' COVER 8 2' APART <br />TYPICAL TRUSS/ <br />REPAIR OF MULTIPLE <br />is ib 1C SCALE: <br />MISPLACED <br />EMBEDDED TRUSS ANCHOR <br />GIRDER CONNECTOR(S) <br />3 <br />SCALE:34'=1'0 <br />PRE-ENG GABLE TRUSS <br />20 BLOCKING BETWEEN TRUSSES <br />AT FIRST TWO BAYS 4'-O' O.C. (AT <br />0 PRE WOOD <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) 8124' 0.4 <br />NOT SHOWN FOR CLARITY) <br />MAX <br />6'-0" MAX (W/1X4) <br />OR 10'-0" MAX (W/2X4) <br />O <br />o <br />(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />BRACE (3) 12d 41 EA. TRUSSES WHERE <br />TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT <br />�® <br />2X4 DIAGONAL BTM. CHORD <br />COVER 5 TRUSSES 4'-0' O.C. (AT SHEATHING <br />1z4 DIAGONAL <br />BTM. CHORD <br />BRACING. SEE PLAN FOR <br />FOR STRAPPING <br />SEAMS) <br />0'-0' TO 30'-0- (1)'X' BRACE <br />BRACING, SEE <br />LOCATION <br />VERIFY <br />30'-1-TO 60'-0 (3)'X' BRACE SECURE 2x8 PT. PLATE <br />`I� PLAN FOR LOCATION <br />SECURE 2x6 PT. PLATE TO SLK <br />W/TRUSS PLAN <br />(1)'X' BRACE 0 CENTER TO SILK W/ 1/2' DIA. <br />4I >> MAY NOT BE <br />2 ? d <br />W/ 1/2' DIA. ANCHOR BOLT W/ 2' <br />(2)'X' BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' <br />N F a F REQUIRED <br />WASHER SET IN HIGH <br />FROM CENTER TO END. WASHER SET IN HIGH <br />STRENGTH EPDXY 8' MIN. <br />2x WOOD FASCIA, STRENGTH EPDXY 6' <br />MIN. EMBED. AT 32' OC <br />BTM. CHORD OF <br />EMBED. AT 32' OC MAX. <br />SECURE GABLE TO 2x8 P.T. <br />SEE ARCHITECTURAL <br />MAX. <br />WOOD ROOF TRUSSES <br />PLATE W/ 12d'6 8' O.C. MAX <br />RE -ENO GABLE TRUSS SECURE GABLE TO 2x8 <br />P.T. PLATE W/ 12d's 8' <br />POURED <br />STIFFBACK (AS PER O.C. MAX <br />LINTEL COURSE <br />LINTEL <br />TRUSS ENG) CONT. 2x4 SECURED W/ <br />(2) 1Od's 0 EACH TRUSS <br />TO BE INSTALLED 0 <br />10'-O' O.C. MAX. <br />10 BTM. CHORD BRACING 6'-O' O/C END WALL OR OTHER <br />MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF <br />CONT. 2x4 SECURED W/ (2) 1 Od's 0 EACH <br />101-0' O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN <br />TRUSS TO BE INSTALLED 0 10'-O' O.C. MAX. <br />SEE SCHEDULE FOR <br />COMMON NAILS AT EACH CHORD <br />BONG BEAM RED. <br />INTERSECTION TYP. BTM. CHORD BRACING <br />GABLE END BRACING W/ PRE-ENG <br />4 <br />GABLE TRUSS @ CMU WALL <br />SCALE: 3/4'=1'-0' <br />BLOCK WALL W/ GABLE END <br />PRE-ENG1D TRUSS SCALE:34'=1'-0' <br />NOTCH DEPTH 1/4'D <br />HOLE EDGE <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />METER <br />L. STUD <br />USED SO LONG AS THEY CONFORM TO THE <br />°F <br />OUTER IMSPAN <br />FOLLOWING <br />ONL <br />HOLE EDGE >5/8' <br />1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS <br />EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIESwAS <br />THE ONE SPECIFIED, CONCURRENTLY, IT SHOULD BE NOTED FLOOR ANDNROOF <br />TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE01 <br />THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO <br />A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 <br />OLE DIAMETER <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />PL< 3/5'D DBL. STUD <br />SUBJECT TO F1 AND F2 FORCES, <br />STUD NOTCHING <br />AND BORING LIMITS <br />8 SCALE: i 1/2'=1'-0' <br />MATERIAL8AALjTgELRNNATE <br />SCALE: 3/4'=1'-0' <br />IS N. RONALD REAGAN 8L <br />LONGWOOD, FL32750 <br />PH: 407-774.6078 <br />FAX: 407-774.4078 <br />www.abdosigngroup.com <br />AA #: 0003326 <br />N <br />q <br />M <br />T <br />� <br />• <br />yy <br />� <br />as <br />6 <br />i <br />BUBDIv ae LOT <br />ABBOTT PARK <br />LOT #7 <br />BLK #11 <br />PROJECT <br />04181.00t-07111 <br />MODEIA <br />4EWB <br />"1499-FREEPORT" <br />GARAGE aQiNG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />